INVITING RATE OF CONSTRUCTION MATERIAL

Amount

Laying and Jointing PVC Pipe. Heading

Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 meters and as per relevant clauses of section-300.

Construction of Embankment/Sub grade/ earth shoulders, as per clause 305 & its sub-clauses, Where required but with approved materials/soil like morrum CBR value not less then 7% i/c all lead & lifts i/c excavation, cost of watering, compaction and maintenance of surface during construction to ensure shedding & preventing ponding of water (clause 305.3.6) shaping & dressing (clause 305.3.7), finishing etc. complete but excluding scarifying existing granular/bituminous road surface vide clause 305.6.

Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant without dowel bars.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Crusher Stone Dust

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra

Foundations, footings, bases of columns, etc. For mass concrete.

Thermo-Mechanically Treated bars.

Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

For a lead upto 1 Km.

Transportation rate of different other material in comparison with 20 mm metal. (i.e. @ Rs. 48.81 Per Cum)

Excavated Earth

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade :One or more coats on old work.

Brick work will well burnt open bhatta bricks crushing strength not less than 25kg/cm² and water absoption not more than 20% in above plinth level upto floor two level In cm 1:4.

Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:

125 micron plastic sheet

bricks

Sand(fine sand)

Moorum

metal(20mm)

metal(40mm)

Stone dust

cement(OPC)

cement(PPC)

Iron chamber fitting with cement concrete

12mm plaster with cement mortar 1:6

Flag stone

Kota stone

Marbal

Glass with fitting

Steel section with fitting

aluminium section with fitting

Floor tiles 2*2 sq ft

Wall tiles

Labour rates forMarbal ,Tiles, Kota sone, fitting

JCB Charge